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I I I 1 1 1 II 1 1 PI I I I. '-r nl' 1 a 11 "I I I' 1 11 P I I _) I I 11 1'f 11 _-1 c E r 5x50/8" A36 STEEL 1 „ BASE PLATE AlI o M in SECTION A -A a 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-O" SYMMETRICAL 26-8" 27-0" 26-8" 13'-0" 13'-8" 13--0" 14'-0" 14'-0" 12'-8" T-8" 7'-0" T-0" 3'-8" 7'-O" 3'-4" 3'_4" T-O" T-8" 11 N L A AC PAD AC PAD A L N L 1YP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI t F CV 1-- - 2'-6" x 2-0' x 1'-0° w1(3)#5E.W. r wl(3)#5EW. — 7{"x2'6 x1'-0 ■ I I wl (3) #5 E.W. ; \ I w o0 d I I I (2) #5 VER-T CALS M o\\\ O oT " 1 I I WIN FILLED CELL I ■ I / (2) 95 VERTICALS /, I I ^ \ \\ ■ _ (2) #5 VERTICALS ■ I II WIIN FILLED CELL I ,/ I \\ I o0 W/IN FILLED CELL 9 II PVC A/C CHASE VERTICALS 00 (zl#SVERn o0 /, I I \\ E0 WIINALLEDCELL I I 2'-10" 8'-0" Eo 1'-6" I I // I -6" 8-02'-10" 00 1' ' " \\ cD M II // I \\T 3'-O" 8'-0" 2 _0 I — — — — — / ■ ■ r �// I I ■ ■ \\ 312 (— It�— ■ ■ I 1 -j r L- — ROVIDE 1 X" RECESS FOR r EO I I PrROMDE -PROV DE i Y"RECESS FOR I I ib r SGD. REFER TO MASON'S M / \ SGD. REFER TO MASON'S ■ 1,1 RECESS FOR I I I I SLOPE FOR WIDTH S3 I // I I O \\ I S3 SLOPE FOR WIDTH I I - 00 O . REFER TO MASON'S I I PE FOR WDTH3 FP-1 FP-1 CD FP-1 w/ (3) #5 E.W. ■ I I 1 \; A I I I PVC A/C CHASE / - PVC A/C CHASE _ S3 I ( oo in / � / � \ o0 0CD TYP. I o I I `° o \\ I ■ ) I // CM a M \\ FILLED CELLS @ PARTY WALL \ \\ TOBE6'•8'O.C.WAND@ II OIL 0'-0" ELEV. I I I Ch — I �/ Co EACH BEARING WALL LOCATION Co \\\ et I FINCONC.SLIABIlk I I II II _ �el I I FILED CELLS @PARTY 0'-0"ELEV. // I �/ ) I In \\ 0'-0"ELEV. ■ ED TO BE6'.FD.C.MAX AND FIN CONIC. I I 0FINCONC.SLABCl)EACHBEARINGWALL \\ II o0 I ( LOCATION mod° ED ~ \\ I I co CIE, — 00 I � :, \0 II _ _ --= _ I // jI" � � � \ -- " I 1 — 7 // ■ ■ C.J. 76- I I I CORD. N PE=118" — — P YSLOR LESS =' —_� _ — /, G.C. CORDG.C. Ti SLAB OP \\ TI SLAB NV I I 1 r t12'MAX T II I I I 12'-9" , I I \\ /, 1 /?\ I 1 4'-9" co I r, \\ / \\\ PROVIDEI/2"x91/2" I 11 GCT/CSLAB I I �-I r / \ J %/ I L/ ♦ r� RECESS FOR FRT. DOOR I I _ 1 J I // / ELEV. APPROX. 1-112" BELOW F.F. 11 / 1 I ` r _ // I II I r1 I I I o - � J I I I !/ d FILLED CELLS @ PARTY WALL TO BE 5$" O.C. MAX AND @ L J I EACH BEARING WALL \\ I I 1„ hl 1 ♦ ELEV. CAN BE NO MORE THAN 1 1. `�� 8r-24rr it I I I 8 -2a i LOCATION \\\ L ■ // BELOW TOP OF EGRESS DOOR I I I 6'-2� _ !/ — Jl r THRESHOLD. FIELD VERIFY ■ -S3 I I S3 I J L S3 I I /y/ 7-0'x2'-0 xt'-0° — —N �— wl (3) #5 E.W. r 2-6"x2'•6 x1'-T wl (3) #5 7' O" I I llJG — — �� I S3 S3 ■ i- I I I I t I I o 4��T L — — `9 ■ I I 1 1 =7_M :4 M I I 0 N 11 EV Iv F Eo 15, �trr �d 2'-0" I 3' 0„ 2, 1 1r 4r, 1. 10'-10" �? gala 10'-10" I I 15'-104" I I CID /—IT M 15'-104" ) T-0" x 3'-0" x 1' 4" ■ w((4)#SE.W. I - I I I L � W.H. / Li / u — _ _ 3112 I O 1 I — — — — I 312 C.J. — — — (x � 31 ■ FM24 I W.H. / N I I N_\ \ H. X I I „ �7 „ S3 co 2'-74 ( 2 S3 2 7 4 y K I I I io I FM24 s3 _ BUILDER TO I FM24 w I �� PROVID 1/2" x 9 112" ROVIDEIl2" x 9 /2" ■ I I � PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FR .DOOR I APPLIANCE I N PROTECTION I UILDER TO PROVIDE I BUILDER TO PROVIDE ` APPLIANCE PROTECTION I I p PPLIANCE PROTECTION —? � — Q P WHEN I I HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC `r I I REQUIRED ■ ■ ■ ■ I CV PER FBC I I t12"MAX. / I I I 10MAX, I 10' ■ I I 60 I a I I 00 ELEV. APPROX. 1-1/2"BELOW F.F. I _ w I I I o� ELEV. CAN BE NO MORE THAN 1-112"I `? I r I LJ oo I BELOW TOP OF EGRESS DOOR `r' I I All I� "' I I 00 N THRESHOLD, FIELD VERIFY L — — — L_ — — I —1 co ED 7'-8a' g'_1" 11'-24" I 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ = L 2'-4" 7'-O" 2'-0" 2'-O" T-O" 24" = ELEV. APPROX.1.1/2" BELOW F.F. S3 GL3 I y I ELEV. CAN BE NO MORE THAN 1-112"BELOW ■ I I TOP OF EGRESS K 3 I 4'-0" 11'-4" 11'4" 4'-0"� I THRESHOLD. FIELD VERIFOOR IS3 FP 1 ■ ■ I ( I cD I ( I I °° O CD I I °° I I, — ---� I L — --J L-- -- -J L JA ■ ■ ■ ■ O J.1 4- S3 + J.1 S3 S3 (2) #5 VERTICALS (7) 95 VERTICALS (2) #5 VERTICALS 4'-6" T-0" 4'-6" 01 WAN FILLED CELL WIIN FILLED CELL WIIN FILLED CELL 16'-0" '-2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 15'4" 15'-4" 1'-10" 8'-0" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" ^y O CD ' r� � C k 1s J, L O t1_ (0 -0 / 'BIZ ULI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W y t Q a E O CM 8 Jr N N 'm O C { 0� 1 d N N =p coCD # Y/ 0 i• ai 1 .4 '. Lu oLLL.L I a Z 4 <: r m o #tom W « N 2 1 to a IL °' m w 00 0 N Z Q JF- co ~O N Q = W ❑ ❑ CD 0 0 Z N Z � Q d N V) Z v I' - (� w c� O w s w E U o C W Q 0 �Q I� ti O w CID J y O Z a g � QE o zo oo >� <s =e oa ICU F-' 0 0. O E x0 �0 a z CD N Z. w o ¢o tt Cn c` o� mg 10 oz Z� >Z Z <�z_ 0< Z 0 j0 w � D CCD h ¢ zIa 0 `N j LI C/) u N m o > 0 O M ai T r U N 00 v/ T O T m }� 0 N C N O Q O O T LO In T N o m Z T E iii Z M @ E U v :i CID c 0 n .° Q JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 9